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Standard ASCE/SEI 7-22 provides requirements for general structural design and includes means for determining various loads and their combinations, which are suitable for inclusion in building codes and other documents.
Prepared by the Task Committee on Structural Design for Physical Security of the Structural Engineering Institute of ASCE. This report provides guidance to structural engineers in the design of civil structures to resist the effects of terrorist bombings. As dramatized by the bombings of the World Trade Center in New York City and the Murrah Building in Oklahoma City, civil engineers today need guidance on designing structures to resist hostile acts. The U.S. military services and foreign embassy facilities developed requirements for their unique needs, but these the documents are restricted. Thus, no widely available document exists to provide engineers with the technical data necessary to design civil structures for enhanced physical security. The unrestricted government information included in this report is assembled collectively for the first time and rephrased for application to civilian facilities. Topics include: determination of the threat, methods by which structural loadings are derived for the determined threat, the behavior and selection of structural systems, the design of structural components, the design of security doors, the design of utility openings, and the retrofitting of existing structures. This report transfers this technology to the civil sector and provides complete methods, guidance, and references for structural engineers challenged with a physical security problem.
Addresses the issue of safe design of mechanical structures, systems and components belonging to hazardous facilities, in order to withstand the effects of extreme loads. This volume provides information on government regulations and industry standards. It also addresses the structures, distribution systems, and components.
This book reviews the development of research into the explosive loading of structures, mainly since the beginning of the twentieth century. Major contributions in the fields of measurement, analysis and prediction are discussed. Dynamic loading from conventional high explosives is examined, as well as the effects of liquid propellant, dust, gas, vapour, and fuel/air explosions. Subjects include blast in tunnels, underground and underwater explosions, pressure measurement and blast stimulation. Explosive effects on civil buildings, civil bridges, aircraft and ships are summarized, including the estimation of residual strength. The concluding passages refer to structural safety and reliability.
Designing for hazardous and abnormal loads has become an important requirement in the design process of most major buildings and civil engineering structures, ranging from tall buildings to bridges, power plants to harbour and coastal installations. This state-of-the-art volume was compiled by the Institution of Structural Engineers' informal study
In today's world, reasonably predictable military operations have been replaced by low intensity conflicts-less predictable terrorist activities carried out by determined individuals or small groups that possess a wide range of backgrounds and capabilities. Because of the threats posed by this evolving type of warfare, civil engineers and emergency
Tubular structures remain a source of architectural inspiration and practical solutions to difficult performance specifications. New developments are covered in this text, which contains papers on design innovations and applications presented at an international symposium held in Australia in 1994.
This book addresses the dynamic behaviour of a variety of structures under loading actions, such as wind storms and earthquakes. The book can be used to help with the prediction of the dynamic response of structures indicated by a unified systems approach, and compares this method with the results of full-scale studies of the in-service performance of real structures. A worldwide selection of examples of the response of tall buildings, chimneys, bridges, dams, offshore structures and floors is given, illustrated by many photographs and diagrams. The position of codes of practice and their relation to a full design study is also discussed. Examples of the assessment of extreme value data, the calculation of response, the results of forced vibration tests and examples of the use of the Laplace Transform for the calculation of response are provided in appendices.